2019-01-14 General Committee Agenda - Attachment 2 to Item 1 - Amended Court Approval

GD          future-plus
                                                                                       ENVIRONMENTAL
4377-131119-1.0
  4) Any depressions within the surface application area are to be filled with soils of same
       category at horizon A.
  5)   Effluent warning signs must be clearly displayed in at least two places beside all
       application areas.

The required setback distances as nominated in the Queensland Plumbing and Wastewater
Code 2011 have been summarised in Table 5 of this report.

4.2 MEDLI ASSESSMENT
Based on the resent investigation under by Future-Plus Environmental, in accordance with the
relevant legislation and guidelines, it was deemed unnecessary to undertake a MEDLI
assessment for the site.         Rather the detailed site assessment has been undertaken in
accordance with the QLD Plumbing and Wastewater Code and AS:NZS1547:2000.

4.3 SETBACK DISTANCES
The setback distances from the effluent disposal area shall comply with the Queensland
Plumbing and Wastewater Code which is summarised below:

Table 5: Recommended Setback Distances for Secondary and Advanced Secondary Effluent

                   acre L Tg)                              Recommended Separation Distance
  Footings or Buildings                      Boundaries of land application areas should be positioned at least
                                             2.0m down slope or 4.0m up slope from the footing or where the site
                                             is flat, 2.0m from any point of the building footing
  Property boundaries, pedestrian paths and  Boundaries of land application areas should be positioned at least
  walkways, recreation areas                 2.0m down slope, or 4.0m up slope or where the site is flat, 2.0m from
                                             any point
  Retaining wall footing                     Boundaries of land application areas should be positioned at least
                                             2.0m down slope, or 4.0m up slope from the retaining wall footing or
                                             where the site is flat, 2.0m from any point of the building footing
  In ground swimming pool                    Boundaries of land application areas should be positioned at least
                                             6.0m down slope, or 6.0m up slope from the pool or where the site is
                                             flat, 6.0m from any point
  In ground potable water tank               6m from the boundary of the land application area
  Top bank of a permanent watercourse; Top   30m for secondary, 10m for advanced secondary
  bank of intermittent watercourse; Top bank of a
  lake; Top water level of a surface water source
  used for agriculture, aquaculture or stock

February 2014                            Site & Soil Evaluation Report                                 11
                                     Wastewater Treatment and Effluent Disposal
                                     314 Cooroy Mountain Road, Cooroy Mountain